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  1. Keith22

    API RP 2A WSD Versus ASCE 7-10 Wind Load Calculation and Load Combinations

    If a building is designed as per API RP 2A WSD, can the load combinations from ASCE 7-10 Section 2.4.1 (ASD) be used? I understand that the reduction in wind loading in these combinations is due to the change in calculated wind pressures between ASCE 7-05 and ASCE 7-10. My first assumption was...

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